Bridge Statistics for Ramsey, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 272ft / 83.5mTotal length
- $3,998,000Total costs
- 923,577Total average daily traffic
- 56,717Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ramsey
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21910-1919
- 21930-1939
- 71950-1959
- 11970-1979
- 11980-1989
- 201990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 31980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 5.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- 15.0%Fair
- Bridge Condition - Superstructure
- 5.0%Very good
- 40.0%Good
- 50.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Substructure
- 5.0%Very good
- 20.0%Good
- 70.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Channel
- 23.1%Very good
- 30.8%Good
- 38.5%Satisfactory
- 7.7%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 20027M, Location: 400 Ft. West of CR 507 (Lat: 41.047500, Lng: -74.134069), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 583 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRYSTAL LAKE SPILLWAY, Facility Carried by Structure: LAKESIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20027M, Location: 400 Ft. West of CR 507 (Lat: 41.047500, Lng: -74.134069), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 583 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRYSTAL LAKE SPILLWAY, Facility Carried by Structure: LAKESIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20033F, Location: 0.737 EAST OF US 202 (Lat: 41.070739, Lng: -74.177050), Route carried "on" structure: County highway 98, Year Built: 1900, Year Reconstructed: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,490 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,390 (year 2040), Design Load: H 20, Features Intersected: DARLINGTON BROOK
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 1.186, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 20033F, Location: 0.737 EAST OF US 202 (Lat: 41.070739, Lng: -74.177050), Route carried "on" structure: County highway 98, Year Built: 1900, Year Reconstructed: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,490 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,390 (year 2040), Design Load: H 20, Features Intersected: DARLINGTON BROOK
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 1.186, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 20033H, Location: 0.530 Ml N of NJ17 (Lat: 41.088019, Lng: -74.150419), Route carried "on" structure: County highway 85, Year Built: 1977, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 21,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,930 (year 2040), Design Load: HS 20, Features Intersected: MASONICUS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 20033H, Location: 0.530 Ml N of NJ17 (Lat: 41.088019, Lng: -74.150419), Route carried "on" structure: County highway 85, Year Built: 1977, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 21,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,930 (year 2040), Design Load: HS 20, Features Intersected: MASONICUS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 217157, Location: 2.5 MI SOUTH OF US 202 (Lat: 41.069239, Lng: -74.136800), Route carried "on" structure: County highway 507, Year Built: 1956, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 19,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 23,400 (year 2041), Design Load: HS 20, Features Intersected: NJ 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.247, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $1,800,000, Total Project Cost: $2,070,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 217157, Location: 2.5 MI SOUTH OF US 202 (Lat: 41.069239, Lng: -74.136800), Route carried "on" structure: County highway 507, Year Built: 1956, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 19,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 23,400 (year 2041), Design Load: HS 20, Features Intersected: NJ 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.247, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $1,800,000, Total Project Cost: $2,070,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 21815, Location: 2.1 MILES SOUTH OF US 202 (Lat: 41.072911, Lng: -74.142100), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 10,600 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 12,700 (year 2041), Design Load: HS 20, Features Intersected: NJ 17, Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $100,000, Total Project Cost: $336,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 21815, Location: 2.1 MILES SOUTH OF US 202 (Lat: 41.072911, Lng: -74.142100), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 10,600 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 12,700 (year 2041), Design Load: HS 20, Features Intersected: NJ 17, Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $100,000, Total Project Cost: $336,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 218153, Location: 2.2 MI. SO. OF RT. 287 (Lat: 41.075669, Lng: -74.145331), Route carried "on" structure: State highway 17, Year Built: 1956, Year Reconstructed: 1994, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 40,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 48,922 (year 2040), Design Load: HS 20, Features Intersected: NJ TRANSIT (MAIN LINE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.882, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $60,000, Total Project Cost: $260,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 218153, Location: 2.2 MI. SO. OF RT. 287 (Lat: 41.075669, Lng: -74.145331), Route carried "on" structure: State highway 17, Year Built: 1956, Year Reconstructed: 1994, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 40,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 48,922 (year 2040), Design Load: HS 20, Features Intersected: NJ TRANSIT (MAIN LINE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.882, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $60,000, Total Project Cost: $260,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 218154, Location: 2.2 MILES SOUTH OF I-287 (Lat: 41.075350, Lng: -74.145619), Route carried "on" structure: State highway 17, Year Built: 1932, Year Reconstructed: 1994, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 38,650 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 47,153 (year 2040), Design Load: HS 20+Mod, Features Intersected: NJ TRANSIT (MAIN LINE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.882, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 218154, Location: 2.2 MILES SOUTH OF I-287 (Lat: 41.075350, Lng: -74.145619), Route carried "on" structure: State highway 17, Year Built: 1932, Year Reconstructed: 1994, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 38,650 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 47,153 (year 2040), Design Load: HS 20+Mod, Features Intersected: NJ TRANSIT (MAIN LINE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.882, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 218156, Location: 1.05 Mi. North of CR 507 (Lat: 41.080789, Lng: -74.150411), Route carried "on" structure: County highway 85, Year Built: 1956, Year Reconstructed: 2014, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 21,800 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 26,200 (year 2041), Design Load: HL 93, Features Intersected: NJ 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.389, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 70.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 218156, Location: 1.05 Mi. North of CR 507 (Lat: 41.080789, Lng: -74.150411), Route carried "on" structure: County highway 85, Year Built: 1956, Year Reconstructed: 2014, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 21,800 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 26,200 (year 2041), Design Load: HL 93, Features Intersected: NJ 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.389, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 70.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 218158, Location: 1.77 MI SOUTH OF I-287 (Lat: 41.084831, Lng: -74.151481), Route carried "on" structure: State highway 17, Year Built: 1933, Year Reconstructed: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 112,474 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 137,218 (year 2040), Design Load: HS 25 or greater, Features Intersected: MASONICUS BROOK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 40.040, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 4.4m (14.4ft), Curb-To-Curb Width: 35.0m (114.8ft), Out-to-Out Width: 44.7m (146.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 218158, Location: 1.77 MI SOUTH OF I-287 (Lat: 41.084831, Lng: -74.151481), Route carried "on" structure: State highway 17, Year Built: 1933, Year Reconstructed: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 112,474 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 137,218 (year 2040), Design Load: HS 25 or greater, Features Intersected: MASONICUS BROOK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 40.040, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 4.4m (14.4ft), Curb-To-Curb Width: 35.0m (114.8ft), Out-to-Out Width: 44.7m (146.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235159, Location: 3.7 MI. NORTH OF NJ 208 (Lat: 41.059600, Lng: -74.185739), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 138 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 169 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-287, Facility Carried by Structure: PARK ENTRANCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 235159, Location: 3.7 MI. NORTH OF NJ 208 (Lat: 41.059600, Lng: -74.185739), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 138 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 169 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-287, Facility Carried by Structure: PARK ENTRANCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23516, Location: 3.6 M.SO.OF NY/NJ BORDER (Lat: 41.065081, Lng: -74.182219), Route carried "on" structure: County highway S89, Year Built: 1993, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 5,540 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23516, Location: 3.6 M.SO.OF NY/NJ BORDER (Lat: 41.065081, Lng: -74.182219), Route carried "on" structure: County highway S89, Year Built: 1993, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 5,540 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235171, Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.068900, Lng: -74.178361), Route carried "on" structure: Interstate 287, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 32,460 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 39,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: MARYREST CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.465, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 235171, Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.068900, Lng: -74.178361), Route carried "on" structure: Interstate 287, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 32,460 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 39,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: MARYREST CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.465, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235172, Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.069039, Lng: -74.178639), Route carried "on" structure: Interstate 287, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 32,460 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 39,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: MARYREST CEMETERY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.465, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 235172, Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.069039, Lng: -74.178639), Route carried "on" structure: Interstate 287, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 32,460 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 39,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: MARYREST CEMETERY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.465, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235174, Location: 0.89 MILE S. OF NJ 17 (Lat: 41.092381, Lng: -74.168481), Route carried "on" structure: Interstate 287, Year Built: 1993, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 32,462 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 38,954 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.297, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 235174, Location: 0.89 MILE S. OF NJ 17 (Lat: 41.092381, Lng: -74.168481), Route carried "on" structure: Interstate 287, Year Built: 1993, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 32,462 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 38,954 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.297, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235175, Location: 0.89 MI SOUTH OF NJ 17 (Lat: 41.092311, Lng: -74.168861), Route carried "on" structure: Interstate 287, Year Built: 1993, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 32,462 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 38,954 (year 2041), Design Load: HS 20, Features Intersected: US 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.297, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 235175, Location: 0.89 MI SOUTH OF NJ 17 (Lat: 41.092311, Lng: -74.168861), Route carried "on" structure: Interstate 287, Year Built: 1993, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 32,462 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 38,954 (year 2041), Design Load: HS 20, Features Intersected: US 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.297, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235178, Location: 1.62 MI S. OF US 202 (Lat: 41.071500, Lng: -74.176731), Route carried "on" structure: Interstate 287, Year Built: 1992, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 31,066 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 37,279 (year 2041), Design Load: HS 20, Features Intersected: DARLINGTON AVE & BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.690, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 235178, Location: 1.62 MI S. OF US 202 (Lat: 41.071500, Lng: -74.176731), Route carried "on" structure: Interstate 287, Year Built: 1992, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 31,066 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 37,279 (year 2041), Design Load: HS 20, Features Intersected: DARLINGTON AVE & BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.690, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235179, Location: 1.62 MI S. OF US 202 (Lat: 41.070269, Lng: -74.177239), Route carried "on" structure: Interstate 287, Year Built: 1992, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 31,066 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 37,279 (year 2041), Design Load: HS 20+Mod, Features Intersected: DARLINGTON AVE,BRK & STM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.690, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 235179, Location: 1.62 MI S. OF US 202 (Lat: 41.070269, Lng: -74.177239), Route carried "on" structure: Interstate 287, Year Built: 1992, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 31,066 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 37,279 (year 2041), Design Load: HS 20+Mod, Features Intersected: DARLINGTON AVE,BRK & STM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.690, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 253002, Location: Ramapo Valley Reservation (Lat: 41.078561, Lng: -74.189481), Route carried "on" structure: Other road , Year Built: 1910, Year Reconstructed: 1985, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 4 (year 2020), Average Future Daily Traffic: 5 (year 2040), Design Load: H 20, Features Intersected: RAMAPO RIVER, Facility Carried by Structure: RAMAPO BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $1,114,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,332,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 253002, Location: Ramapo Valley Reservation (Lat: 41.078561, Lng: -74.189481), Route carried "on" structure: Other road , Year Built: 1910, Year Reconstructed: 1985, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 4 (year 2020), Average Future Daily Traffic: 5 (year 2040), Design Load: H 20, Features Intersected: RAMAPO RIVER, Facility Carried by Structure: RAMAPO BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $1,114,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,332,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2M3301, Location: 0.12 mi E. of Island Rd. (Lat: 41.088411, Lng: -74.147861), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 541 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2040), Design Load: HS 20, Features Intersected: Masonicus Brook, Facility Carried by Structure: West Airmont Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2M3301, Location: 0.12 mi E. of Island Rd. (Lat: 41.088411, Lng: -74.147861), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 541 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2040), Design Load: HS 20, Features Intersected: Masonicus Brook, Facility Carried by Structure: West Airmont Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2M3327, Location: 0.18 mi E. of Ridge Rd (Lat: 41.070611, Lng: -74.164061), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2040), Design Load: HS 20, Features Intersected: Darlington Brook, Facility Carried by Structure: Mark Twain Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 2M3327, Location: 0.18 mi E. of Ridge Rd (Lat: 41.070611, Lng: -74.164061), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2040), Design Load: HS 20, Features Intersected: Darlington Brook, Facility Carried by Structure: Mark Twain Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 2M333, Location: 0.1 mi W. of Airmont Ave. (Lat: 41.083550, Lng: -74.128981), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2040), Design Load: HS 20, Features Intersected: Masonicus Brook, Facility Carried by Structure: Masonicus Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 2M333, Location: 0.1 mi W. of Airmont Ave. (Lat: 41.083550, Lng: -74.128981), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2040), Design Load: HS 20, Features Intersected: Masonicus Brook, Facility Carried by Structure: Masonicus Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 2M3331, Location: 0.12 W. of Airmont Road (Lat: 41.085531, Lng: -74.128300), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 111 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 134 (year 2040), Design Load: HS 20, Features Intersected: Masonicus Brook, Facility Carried by Structure: Masonicus Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 2M3331, Location: 0.12 W. of Airmont Road (Lat: 41.085531, Lng: -74.128300), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 111 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 134 (year 2040), Design Load: HS 20, Features Intersected: Masonicus Brook, Facility Carried by Structure: Masonicus Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 2M3335, Location: 0.34 mi W. US 202 (Lat: 41.085389, Lng: -74.183900), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 98 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 118 (year 2040), Features Intersected: Ramapo River, Facility Carried by Structure: Halifax Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Private, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 2M3335, Location: 0.34 mi W. US 202 (Lat: 41.085389, Lng: -74.183900), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 98 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 118 (year 2040), Features Intersected: Ramapo River, Facility Carried by Structure: Halifax Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Private, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 2P3336, Location: 0.6 miles west of US 202 (Lat: 41.088631, Lng: -74.184131), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2040), Design Load: HS 20, Features Intersected: Trib. of Ramapo River, Facility Carried by Structure: Halifax Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 2P3336, Location: 0.6 miles west of US 202 (Lat: 41.088631, Lng: -74.184131), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2040), Design Load: HS 20, Features Intersected: Trib. of Ramapo River, Facility Carried by Structure: Halifax Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 217157, Location: 2.5 MI SOUTH OF US 202 (Lat: 41.069239, Lng: -74.136800), Route carried "under" structure: State highway 17, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 101,900 (year 2021), Truck Traffic: 5%, Features Intersected: NJ 17, Facility Carried by Structure: FRANKLIN TPK CR507
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 37.884, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 217157, Location: 2.5 MI SOUTH OF US 202 (Lat: 41.069239, Lng: -74.136800), Route carried "under" structure: State highway 17, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 101,900 (year 2021), Truck Traffic: 5%, Features Intersected: NJ 17, Facility Carried by Structure: FRANKLIN TPK CR507
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 37.884, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 21815, Location: 2.1 MILES SOUTH OF US 202 (Lat: 41.072911, Lng: -74.142100), Route carried "under" structure: State highway 17, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 101,900 (year 2021), Truck Traffic: 5%, Features Intersected: NJ 17, Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 38.576, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 21815, Location: 2.1 MILES SOUTH OF US 202 (Lat: 41.072911, Lng: -74.142100), Route carried "under" structure: State highway 17, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 101,900 (year 2021), Truck Traffic: 5%, Features Intersected: NJ 17, Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 38.576, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 218156, Location: 1.05 Mi. North of CR 507 (Lat: 41.080789, Lng: -74.150411), Route carried "under" structure: State highway 17, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 105,000 (year 2021), Truck Traffic: 5%, Features Intersected: NJ 17, Facility Carried by Structure: CENTRAL AVE CR 85
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 39.590, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 218156, Location: 1.05 Mi. North of CR 507 (Lat: 41.080789, Lng: -74.150411), Route carried "under" structure: State highway 17, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 105,000 (year 2021), Truck Traffic: 5%, Features Intersected: NJ 17, Facility Carried by Structure: CENTRAL AVE CR 85
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 39.590, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 235159, Location: 3.7 MI. NORTH OF NJ 208 (Lat: 41.059600, Lng: -74.185739), Route carried "under" structure: Interstate 287, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 62,187 (year 2021), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: PARK ENTRANCE ROAD
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 102.306, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 235159, Location: 3.7 MI. NORTH OF NJ 208 (Lat: 41.059600, Lng: -74.185739), Route carried "under" structure: Interstate 287, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 62,187 (year 2021), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: PARK ENTRANCE ROAD
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 102.306, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 23516, Location: 3.6 M.SO.OF NY/NJ BORDER (Lat: 41.065081, Lng: -74.182219), Route carried "under" structure: Interstate 287, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 60,500 (year 2020), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: CAMPGAW RD(CR S89)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 102.901, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
Structure Number: 23516, Location: 3.6 M.SO.OF NY/NJ BORDER (Lat: 41.065081, Lng: -74.182219), Route carried "under" structure: Interstate 287, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 60,500 (year 2020), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: CAMPGAW RD(CR S89)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 102.901, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
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Structure Number: 235171, Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.068900, Lng: -74.178361), Route carried "under" structure: Other road , Year Built: 1991, Structure Length: 0. m, Truck Traffic: 3%, Features Intersected: MARYREST CEMETERY ROAD, Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 235171, Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.068900, Lng: -74.178361), Route carried "under" structure: Other road , Year Built: 1991, Structure Length: 0. m, Truck Traffic: 3%, Features Intersected: MARYREST CEMETERY ROAD, Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 235172, Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.069039, Lng: -74.178639), Route carried "under" structure: Other road , Year Built: 1991, Structure Length: 0. m, Truck Traffic: 3%, Features Intersected: MARYREST CEMETERY RD., Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 235172, Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.069039, Lng: -74.178639), Route carried "under" structure: Other road , Year Built: 1991, Structure Length: 0. m, Truck Traffic: 3%, Features Intersected: MARYREST CEMETERY RD., Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 235174, Location: 0.89 MILE S. OF NJ 17 (Lat: 41.092381, Lng: -74.168481), Route carried "under" structure: US 202, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 10,791 (year 2021), Truck Traffic: 4%, Features Intersected: US 202, Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 126.655, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 235174, Location: 0.89 MILE S. OF NJ 17 (Lat: 41.092381, Lng: -74.168481), Route carried "under" structure: US 202, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 10,791 (year 2021), Truck Traffic: 4%, Features Intersected: US 202, Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 126.655, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 235175, Location: 0.89 MI SOUTH OF NJ 17 (Lat: 41.092311, Lng: -74.168861), Route carried "under" structure: US 202, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 10,783 (year 2021), Truck Traffic: 4%, Features Intersected: US 202, Facility Carried by Structure: I-287 SOUTHBOUND
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 126.704, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 235175, Location: 0.89 MI SOUTH OF NJ 17 (Lat: 41.092311, Lng: -74.168861), Route carried "under" structure: US 202, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 10,783 (year 2021), Truck Traffic: 4%, Features Intersected: US 202, Facility Carried by Structure: I-287 SOUTHBOUND
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 126.704, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 235178, Location: 1.62 MI S. OF US 202 (Lat: 41.071500, Lng: -74.176731), Route carried "under" structure: County highway 98, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 992 (year 2021), Truck Traffic: 4%, Features Intersected: DARLINGTON AVE & BROOK, Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
Structure Number: 235178, Location: 1.62 MI S. OF US 202 (Lat: 41.071500, Lng: -74.176731), Route carried "under" structure: County highway 98, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 992 (year 2021), Truck Traffic: 4%, Features Intersected: DARLINGTON AVE & BROOK, Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
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Structure Number: 235179, Location: 1.62 MI S. OF US 202 (Lat: 41.070269, Lng: -74.177239), Route carried "under" structure: County highway 98, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 992 (year 2021), Truck Traffic: 4%, Features Intersected: DARLINGTON AVE,BRK & STM, Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 235179, Location: 1.62 MI S. OF US 202 (Lat: 41.070269, Lng: -74.177239), Route carried "under" structure: County highway 98, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 992 (year 2021), Truck Traffic: 4%, Features Intersected: DARLINGTON AVE,BRK & STM, Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)